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RC-10-303Protect Address 515 93 Street Miami Shores, FL 33138- 1132060140990 Block: Lot: MARIA CASTRO MARIA CASTRO 515 93 Street MIAMI SHORES FL 33138 -2409 Valuation: Total Sq Feet: $ 2,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: GARAGE WALL REPAIR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $60.00 $15.00 $1.60 $228.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy March 29, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 09/25/2010 Parcel Number Pay Date Pay Type Amt Paid Amt Due Invoice # RC -2 -10 -37141 03/29/2010 Credit Card $ 228.20 $ 0.00 Applicant Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Declaration of Use F. Termite Letter F. Elevation Certificate March 29, 2010 Date 1 Scheduled Inspection Date: June 01, 2010 Inspector: Bruhn, Norman Owner: CASTRO, MARIA Job Address: 515 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments May 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136487 Permit Number: RC -2 -10 -303 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060140990 REPAIR GARAGE WALL, CLOSE OFF SIDE ENTRACE Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 22 ° 0 # t BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) N— k.(J42 C.P)S 0 Phone # cwt Owner's Address City. State Tenant/Lessee Name `3ris'N" Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Double Fee $ Miami Shores Village 31 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � t bb ►•ib ►► bb►bbb INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. PC) 0 Master Permit No. NO E -mail Zip 3 3 13 Phone # County Miami -Dade Zip 5z. 3$ Flood Zone Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2.<9C12' Square / Linear Footage Of Work: Type of Work: ['Addition IXAlteration ONew La, Repair/Replace 0 Demolition Describe Work: eC ° c 31.' LL U . ,-°9 �. c — 4rt' c 0' . Submittal Fee $ Permit Fee $ /-9) °CI CCF $ 140 CO /CC $ Notary $ Training/Education Fee $ 0 AO Technology Fee $ 1•(.o Scanning $ is • Radon $ DPBR $ Bond $ Violation date: Structural Review. $ bpd . a'O Total Fee Now Due $ c2g 1'491") See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent Contractor The foregoing instrument was acknowledged before me this .? ' The foregoing instrument was acknowledged before me this day of 20 / 0, by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 3/z tt (1 3; :i . 1,1)13 :: ) ; (1- P e.5% ; Sign: o � ���`K• c`� Print: hL � o�,a,, My Commission Expires: so aY sY , Y Y F*** 3 etF * , YdCk Bt Y *dY *dt** Yk4e3e** Y9a F4F**** 3e4C, k* tk 3c4Cdek** * *>F*ik 3eat9Cde,k,Y,F **3:dt *** t, Y dYde9e9t dtdt *3t,Y* Jd 5 Plans Examiner Engineer Signature NOTARY PUBLIC: as identification and who did take an oath. Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: “( A ; Ce-o DATE: 2- 0 ADDRESS: '*t 'N Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family yes dence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the pem filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a binding or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I b ilt or substantially improved it for sale or lease, which violates the exemption. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the workbeing done. Any person .wortdng;on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or httpJMrww. mvfloridaricense .comldborlorofcilbJindex.html 11.1 am aware of, and consent to; an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �►�� • Initial 12.1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Ices that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 'F day of , 20 00 By who was personally known to me or who has Produced there License or t-9 634 es (.2 as identification. Initial Initial NOTARY. I!°.7RLIC -STATE 0. FLORIDA Ckluditt U. Ctticil1os el Comma #13D717923 Ex;> rS. SEP. 23, 2011 aoxasa now Alligltk 00201440 co., nvc. Permit No: 10 far Job Name ,2010 Norman Bruhn CBO 305 - 795 -2204 M iami Shores Viliage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. CASTRO RESIDENCE 515 N.E. 93rd STREET MIAMI SHORES, FL 33138 ABIO ENGINEERING CORPORATION BY: LV. DATE: 311SMU REVISED BY: M.S. NORTH 44'-9 112° 84'-8 3/4° SITE PLAN Scale: Vis ' -7 26'-4" IfP SPECIFICATIONS: REFERENCE STANDARDS: 1. FLORIDA BUILDING CODE 2007 EDITION 2. ACI 318-05 3. ASCE 7 -05 WIND CAI-MIAOW PER ASCE 7.05 BASIC WIND SPEED: 146 MPH STRUC. CATEGORY: 0 EXPOSURE:C DIRECTIONALITY FACTOR KO: 1.00 IMPORTANCE FACTOR 1. WIND PRESSURES AT WALLS: +40.68 PSF , 44.22 PSF A. GENERAL. 1. FIELD VERIFY ALL MEASUREMENTS BEFORE PROCEEDING WITH WORK. B. CONCRETE TQ ACHIEVE A 28. DAY COMPRESSIVE STRENGTH OF 4,000 P.S,I. AND A MAXIMUM WATER - CEMENT RADIO OF 0.40 BY WEIGHT AND A SLUMP OF 4 ", C. REINFORCING STEEL 1. MINIMUM CONCRETE COVER FOR REINFORCING: CONCRETE NOT EXPOSED TQ WEATHER 1Y` CONCRETE PERMANENTLY EXPOSED TO EARTH ........ 3" 2. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AN SCALE, AND CONFORM TO AS.T.M. A615 GRADE B FOR DIAMETERS ABOVE #4 AND ASTM A36 FOR 1/4' AND 318° BARS. 3. AU. PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DE CONCRETE REINFORCING STEEL INSTITUTE. D. MASONRY 1. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE -1, 'STANDARD •••• SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS' • • 2. MORTAR SHALL CONFORM TO ASTMC -270, MORTAR TYPE'S" OR »+I'. MORTAR SHBLa. , ATTAIN A COMPRESSIVE STRENGTH OF 1,800 PSI MINIMUM AT 28 DAYS, 1 PART PORTLAND CEMENT. 3-112 PARTS SAND, 1/4 PART HYDRATED LIME OR LIME PUTTY" •' • • 3. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD SINGLE WYTHE LADUR TYPE FOR 8° THICK MASONRY UNITS. AS MANUFACTURED BY - O -WAL ", HOT DIPPED. • •. • GALVANIZED, OR ENGINEER APPROVED EQUAL • • • • 4. GROUT TO COMPLY TO ASTM A476. SHALL ATTAIN A COMPRESSIVE STRENGTH EQQ4( TO 2,000 PSI MINIMUM • • • DWG • • • • • • • •° •••• • • •• •• • • •• • • • • • ..•• • • • •• •• • • • • •••• • • •••• SITE PLAN GENERAL NOTES • • • • • • • • • 23'-6 3J8° 3'-4 3/I 1T•10 314° CA09550 140EJTTONWOOD KEY MEMOS FL 33149 PNONE; 305772.7599 CASTRO RESIDENCE 515 N.E. 93rd STREET MIAMI SHORES, FL 33138 314 5/8' 13=7 3/r EXISTING WOOD FRAMING TO BE DEMOLISHED DUSTING DOOR TO BE REPLACED EXISTING FLOOR PLAN NORTH : 3, g ° + ,�1' •• • • • • • • • • • • •• •• • •• • •• • ♦ • • • • •••• • • • • • • • • • •• • • •••• • • • •• •• • • • • • • •••• • • •••• TARIO ENGINEERING CORPORATION eY: Lv. DATE 3n5110 REVISED BY:1LS, EXISTING FLOOR PLAN • • • • 1•••• • • • •••••• • • • • • • • • 9' -2 314° 13'4 518° \___NEW r CMU WALL WITH 1#5 Q 24' CJC. NEW 8712' COLUMN 32'x80' PGT FD -101 SERIES IMPACT DOOR RELOCATED NORTH PROPOSED FLOOR PLAN SCALE: W=1' CA 09E50 140 BUTTONWOOD MW KEY BISCAYNOE. FL 33149 PFD; 3054724599 MAURICIO SALAZAR, P,E. FLA. LICENSE #55757 CASTRO RESIDENCE 515 N.E. 93rd STREET MIAMI SHORES, FL 33138 •• • • • • • • •• •• • • •••• • • • • • • • • • • ••• • • • • •••• • • • • • • • • • • • • • • • • • • • • • •••• • • •••• • • • TARIO ENGINEERING CORPORATION DWG. BY: LV. DATE 3115110 REVISED BY: M.S. PROPOSED FLOOR PLAN • •• • • • • • • • • .• • • • • •• • • DRILL HOLE IN EXISTING LINTEL BEAM AND EMBED REBAR AT LEAST 8" WITH EPDXY HILTI HY.150 OR APPROVED EQUAL #5 @ 24° (VERTICAL) IN GROUT FILLED CELLS PROVIDE'OUR.Q -WAL° STANDARD SINGLE WYTHE LADUR TYPE HORIZONTAL REINFORCING AT EVERY OTHER COURSE. TTACH HORIL REINF. BY DRILLING HOLES INTO EXISTING COLUMNS AND INSERT REINFORCEMENT WITH HILTI EPDXY HY -150 OR APPROVED EQUAL DRILL HOLE IN EXISTING FOOTING AND EMBED REBAR AT LEAST 6" WITH EPDXY HILTI HY 150 OR APPROVED EQUAL. DETAIL OF WALL ENCLOSING SALE: W= 1' EMBED 6° HORIZONTAL REINFORCEMENT N CONCRETE COLUMN (SEE DETAIL) El W: III EV Q DETAIL AT WALL ENCLOSING SCALE: Sin= 1' DUR OWAL ORIZONTAL REINFORCING AT EVERY OTHER COURSE 3' -0 114" EW CMU WALL NG CONCRETE COLUMN DETAIL OF CONNECTION TO EXISTING STRUCTURE N.T.S. 52180" PGT FD -101 SERIES IMPACT DOOR MIAMI DADE COUNTY N.QA 07. 0829.10 EXP. DATE 10/18/2012 MAX. DESIGN PRESSURE: 175.00 PSF MAX. CALCULATED WIND PRESSURE: +40.68 PSF -4422 PSF 1'� DRILL HOLE IN EXISTING COLUMN AND BED DURRO -WALL AT LEAST 6' WITH EPDXY HILTI HY 150 32"X80° PGT FD-101 SERIES RELOCATED DOOR NEW CMU WALL WITH 1#5 @.24° CJC. IN FULLY GROUTED CELL NEW 8 112° CONCRETE COLUMN EMBED 6° HORIZONTAL INFORCEMENTIN CONCRETE COLUMN 011Tri lRIM Will II III 9' -2 314" 5' -2112° RELOCATION OF EXISTING DOOR AND CMU WALL SCALE: 1 / fl 1' 0 CA 09550 140 BUTTONWOOD DRIVE KEY BISCAYNE. FL 33149 PHONE 30712 -7599 ) )I\(01c v MAURICIO SALAZAR, P.E. FLA. LICENSE #55757 DURRO -WAL SINGLE WYTHE LADUR STANDARD HORIZONTAL REINFORCEMENT r • • • • • • • • • • • • • •• •• CASTRO RESIDENCE 515 N.E. 93rd STREET MIAMI SHORES, FL 33138 • • •••• • • •••• • • . • • • • • • • ••• • • • •••• • • • • •• • • • • •• • • • • •• • • • • • • • •••• • • •••• TABIO ENGINEERING CORPORATION • • • • • 4 DWG. BY: LV. DATE: 3118110 REVISED BY: M.S. DETAILS • • •••• • ••• •• • • • • • • • • powywn M A R 1 8 2010 BY: • , • • • • • • • • •,,,,, • • • 00 0000 • • • •oo • • •• • • - - - PPCY‘7 PIT)C-, flEPT __,---------------- sUDJECT f0 OC.MPHANCE WITH /-,Lt_ F T T. .' E AND 01.UN N a TABIO ENGINEERING CORPORATION CA09550 140 BUTTONWOOD DRIVE, KEY BISCAYNE, FLORIDA 33149 PHONE: 305 - 772 -7599, FAX: 305 - 361 -9176 email: tabioeng ©aol.com • MARIA INES CASTRO RESIDENCE 515 N.E. 93 STREET Miami Shores, FL 33138 WALL ENCLOSURE AND DOOR REPLACEMENT CLIENT: MARIA INES CASTRO DESIGN BY: MAURICIO SALAZAR, P.E. Florida License # 55757 • • • • •• ••• •. • • • ., • I f • i;• • !• • • • ci' • .I • • • • • �,, ° +r • • • • • ,ti • s • • • • •J • • • • - ! � •�•• . r • • • • • r"I•\ • • •., • • • •4 • •6 •• ••• • • • ••• • • • • ,March 16, 2010 RIECRIIV3n M MAR 1 8 2010 BY: 'YJ ECT i O CCP�!� I \Fl E'/SITH ALL FEUE?AL T� Tr ^?;■) ('C L ; � !! 5S PriD °ECI)LATC)NS 9 D\\b( 0 iL Pages 9 hru MECAWind Version 2.0.2.8 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date : 3/16/2010 Project No. . Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: • C: \Documents and Settings \Owner \My Documents \LYLA \MARIA INES CASTRO \MARIA INES CASTRO- WIND.wnd Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3.2 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf WALL ZONE 4 WALL ZONE 4 DOOR ZONE 4 .. ... • • • • • .. • 4, • • . • • • • .. ... .. • • • .. • ... • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • .. • • • • • • • ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. 00 • • • .. .. ... • • • 0 00 • • 10.00 10.00 6.67 3.42 6.25 2.96 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd 34.20 4 62.50 4 19.74 4 0.815 -0.905 0.774 -0.864 0.853 -0.943 39.182 37.544 40.675 - 42.726 - 41.087 - 44.219 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 = 39.37 psf 2 TABIO ENGINEERINC CORPO PROJECT : 515 NE 93rd STREET. MIAMI SHOEREE CLIENT : ON JOB NO.: DATE : PAGE : DESIGN BY : REVIEW BY : Allowable Stress Design of Masonry Bearing Wall Based on CBC 07 Chapter A INPUT DATA & DESIGN SUMMARY SPECIAL INSPECTION (0 =NO, 1 =YES ) TYPE OF MASONRY ( 1 =CMU, 2 =BRICK ) MASONRY STRENGTH fm = REBAR YIELD STRESS f = ALLOWABLE INCREASING ? (IBC /CBC 1605.3.2) Yes SERVICE GRAVITY LOAD P SERVICE LATERAL LOAD SERVICE PARAPET LOAD THICKNESS OF WALL PARAPET HEIGHT WALLHEIGHT ECCENTRICITY MASONRY SPECIFIC WEIGHT WALL HORIZ. REINF. WALL VERT. REINF. W W2 h h e Ym ANALYSIS VERT. REINF. AREA AT EACH SIDE EFFECTIVE DEPTH (ACI, 1.13.3.5) WIDTH OF SECTION EFFECTIVE THICKNESS MASONRY ELASTICITY MODULUS STEEL ELASTICITY MODULUS THE ALLOWABLE STRESS DUE TO FLEXURE IS F,, (SF)(0.33f 660 psi THE DISTANCE FROM BOTTOM TO K IS S =h +h,, Pd 6d (h +hr) Pe 2h h •• ••• •• • • • •• • • •• • • •• • • • • M' ` • • ••• • • •• • • • • ••• • • 1. Will is co ir r aid nit cracked. • •• •• • • • •• •• .•. • • • ••• • • THE GOVERNING SHEAR FORCES ARE (h +h,, Pe Vi= (h +h1)w, 2h + h ..... • • • • • .. •P•i • • ._.. 214 Ibs / ft • • • • • • • • • 1 1 1.5 60 = 0 = 42.73 = 0 8 = 0.00001 10 0 = 90 5 # 5 As = d = te _ Em = Es = = 5.0 ft Yes CMU ksi ksi Ibs /ft plf /ft plf /ft in ft ft in pcf 0.16 in 3.82 in 12.00 in 7.63 in 1350 ksi 29000 ksi 214 Ibs / ft So- MODULAR RATIO REINFORCEMENT RATIO ALLOWABLE STRESS FACTOR 1 , , V3 — hpw2 = 0 Ibs /ft f _ MAX(V V2 V3) yy • ••. • ••• • te�1x� • • • • • • • • • • • E /ERPINF FOft FCE4URE AND AXIAL LOAD (MDG Tab 12.2.1, Fig 12.2 -12 & 13, page 12 -25). M < ( t, _ 1` Pd \ 2d 3, 2. Wall is cracked but steel is in compression. [THE WALL DESIGN IS ADEQUATE.] 24 in o.c. (at middle) 24 in o.c. (at middle) n = 21.48 0.0034 1.333 P = SF = THE NEUTRAL AXIS DEPTH FACTOR IS k= j2pn +(pn) —pn THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS = 0.31554 F', =(1.33 or 1.0)(24000 or 20000)= 32000 psi THE GOVERNING MOMENTS AND AXIAL FORCES ARE 2 m 1 = 1.05 [pe+wl(h2_h2p)1 = 561 ft -Ibs /ft 2 wih 2 p, = P +(wall weight) = 300 Ibs /ft wihn _ M = 2 = 0 ft-Ibs /ft p = P + (wall weight) = 0 Ibs / ft THE GOVERNING SHEAR STRESS IN MASONRY IS = 2.33 psi i te _ Pd 2d 3 3. Wall is cracked and steel is in tension. REGION 3 APPLICABLE FOR (M1, P1) 3 CHECK REGION 1 CAPACITY M », = b 6 h — P6 = CHECK REGION 2 CAPACITY t 2 2 , P 2 3b„ Fh M,,, =MIN -b „kdFh d -kd P d_t. 3 2, THE ALLOWABLE SHEAR STRESS IS GIVEN BY F. = (SF)MIN(.Jf , 50) 6372 ft-Ibs / ft > M [Not applicable] 6404 ft-Ibs / ft > M2 [Satisfactory] 95 ft / ft < M1 [Not applicable] 0 ft / ft > M2 [Not applicable] CHECK REGION 3 CAPACITY (The moment maybe limited by either the masonry compression or steel tension, MDG page 12 -25). 1356 ft-Ibs / ft > M [Satisfactory] 1356 ft Ibs / ft > M2 [Not applicable] 51.64 psi A.,F., kcP (t- � kd v d -- +P ` -- 3, 2 3 > f„ [Satisfactory] (cont'd) •. •.• • • • • • • • • • • • • • • • •• ••• •• • • • •. • 000 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 0061 • • 4- MIAMI•DfADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall ba done in its.entifety. • • • •••••••• IIISPUCTJC N:A:c ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shah be aVafiable fol irespection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. • Thg Aibmittgd dmment4ion was reviewed by Ishaq I. Chanda, P. E. • • • • • • • • • • • • - • • • • • • • • • • • • ,yc`� ^o 4 • • • • • • • a • • • • • • • • • ••• • a al I.. NI 1• s EP1E • • • • • • • • • •••• • • • • • • ••••• • ••• • ••• ••• • • • ••• ••• ••• • • • ••• • • NOA No. 07 -0629.10 Expiration Date: October 18, 2012*' Approval Date: October 18, 2007 Page 1 5 • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • E -1 C144 1. &Jr. 'shag I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 1 • • • • • • •• • • • • • • • • ••. • • • •••• • • • • • • • • • • •• • • • • •• • • • • • • • •••• • • •••• • NQTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1 . G LAZI M G OPTIONS: • A. 3 /8 " + LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT SAFLEX/KEEPSAFE MAXIMUM • • PLI 9 (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • • E.6f8•LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • ANNUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • .. LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • QLQS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . • G4J06" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE • MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2.'E .% N PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. • • A.SNEBATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. • g. FQ §ITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X 0, XX, XO OX XXO, OXX OXO AND OXXO. •1. ANE'14 RAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • ARE44S, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. M I • t ill EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR EXTERIOR A SAFLEX/KEEPSAFE MAXIMUM A INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE .402 --A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM A INT. - 3/16" HEAT STRENGTHEND GLASS 1/2' GLASS BITE ► .465 -- QB 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 Rend Sy. FK tkikc I••efi FK Dmm ly FC Sas &'1407 27W Rattles "Tbl m' A omteOBy J.J. CLARIFY EXT. OF GLASS, OVERALL 11VGIO1ESSAM, GIASSBITE. ADD GLASS BREDIM TO CRAZING DETAILS ADD GL43S DEC. TNK, REVISE NOTE 1.01ASS DESCR1Pt &ADD NOTE 9. Da" 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 35276 P.O. BOX 1629 NOKOMIS FL 94274 P3GT Vi,Ibiy Better NOTES AND GLAZING DETAILS rac ALUM. FRENCH DOOR & SIDE LITES, IMPACT Saa"SEa,r FD101 Ix Mot 1 a 10 Dadra MI 11005 -1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida Smiling Code Date CZ4arv., I S Zo67 NOM e7— 0 G 29. /D Miiammii Dade Product Control Di n By t rua�, L L 6tr+N J V Robe t L. Clark, P.E. PE #39712 Structural • • • • • • • • • •• • • • • • • • •••• • • • • • • •• • • • • •• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS k. APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO LFOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) • . REIIFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D •• •• • HEIGHT 87 3/4" 91 3/4" •j 3 ? Mi XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 71 3/4" +75.0 -75.0 8 - 95 3/4" +75.0 -75.0j +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 • • •• • • • • • X WIDTH 2 25 1/2" 27 1/2" 29 1/2" 2 31 1/2" 2 33 1/2" 35 1/2" 3 37 1/2" SINGLE SIDE LITE O WIDTH 27 3/4" 36 1/8" 36 3/4" O 1MDTH 36 3/4" XX WIDTH 4 47 3/4" 51 3/4" 55 3/4" 5 59 3/4" 5 63 3/4" 67 3/4" 6 71 3/4" O WIDTH 10 3/4" 12 3/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 +75.0 +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.0 -75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D 6 - 79 3/4" -75.0 +75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 +75.0 +74.9 7 ° - 833/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -74.9 -75.0 +75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -71.4 -70.4 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 Road Sy IrAC Reakiamc REVISED TAME 2. 0ESKINPRESSURES AND CARE=NOAFRBA� VERSION 8,000 F B COMBINE OMASSTWE9 & MAX SEESE 7ONO7E88ADD NOTES6 & RwaeBB ND 2 R.00. REVISE 1,1 && Ate NOTATIONS TO TABLE IA FX BH4V7 A REDUCE MAX DEMON PRESUREANDAWU47.ALL EMS FOR TAME oleo a D .e, 8mae4&r Oar F 2/22107 JJ. 621/07 +75.0 +67.6 +66.6 -75.0 +75.0 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 GLASS TYPES A, B, C OR D +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -67.6 -86.6 -75.0 +75.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 +75.0 +64.2 +63.1 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 1878 TECHNOLOGY DRIVE NOXOMIS, FL 54278 P.a BOX 1529 NOXOM1S, FL 14174 -75.0 -64.2 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 NOTES: FIG" Visibly Better Q1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16° LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) .82. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 1/2° MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 381/2° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF ®6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES !ac ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 awe X ea.e oro,ppep 2 d 10 11005 -1 Rinc B Approved as complying with the Florida Ele. 'ing Code Date / G . 2.00 7 NDAti r: Miami Dade Product Gibbet By 4`e�`S 1 4 /L lG I '11 °( Robed IClark, P.E. PE #39712 Structural • • • 00 •• • • • a • •••• • • •••• 3/4° 1091/2" MAX. 38 314" m(. --►±+SEE NOTE 3.--1....___ MA (TY E{ O CI /' i \ ® lE \ I XACT 1 MC `® \ \) / /Er /X (NAC i 1E 0 .w 3/4° 1091/2" MAX. 38 314" m(. --►±+SEE NOTE 3.--1....___ o Ef O 1 IE \ \\ / / / X •.•• • • • • •••• • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• •• • • • • • • • • •••• • • •••• •• • • • • • • • • • • •• • •••• • • •• • • • 73 1/2" MAX. 36 3/4" I4_ MAX. SEE NOTE 4 OR XO SEE NOTE 4 71 3/4° MAX. 24 9/16" MAX. DLO (TYP) OXO `SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 84 3/8° MAX. DLO (TYP.) 36 314" •�— MAX. A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', '0X, '0X0' XXO', 'OXX AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2. 4.079) 143 3/4" MAX. SEE NOTE 3 36 3/4° MAX. SEE NOTE 4 —" 95 3/4" MAX. (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X = DOOR WIDTH - 1215/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" SEE NOTE 4 y` OLT . o..7- 042p_: Co NSF Daew FJC W/SD7 naiad Br Dela FJC W14V7 Drew* Data F.K: 22207 R°Nfkwa A DAw kdSF J.J. CORRECT VERTICAL DLO AND FORMULAS ADD DLO FO42WLA3FOR DOOR AND SIDELDE AOD DOOR DLO DIM IDSV7IFYDFADOM.TAND SPECIFY WAS?: MID X INAC .. Dew 821/07 4070 TECHNOLOGY DRNE NOKOMIS, 4L 34270 P.O. SOX 1520 NOKOMIS, FL 34274 Visibly letter ELEVATIONS Tie ALUM. FRENCH DOOR & SIDE LITES, IMPACT awmwye FD101 Smile NTS 3 of 10 Derlratia 11005-1 Arc r Robert L. Clark, P.E. PE 039712 Structural •••• • • • • •OOOOO •••• • • O OOOOO O • • • • • • 000 •oo•• • •• •o•oo • • • • • •• •••oo • • • •o•o•o •o••oo • • • • • •oo•oo • •• •• • • • • • • • •••000 • • • • • ca • ••• • • • •••• • • : •• •e •••• • 11•••• 0 0000 • •• • • EXTERIOR Rips I Br MAX. DLO INA EV1047 MAIM= A Checked Byi Rom! IA FJC RIMY d F.K OMNI lir FJC Daitc NNW 2./22107 Rakierm Reslobrtir caw W21/07 MAX. DOOR HEIGHT 1.489 INTERIOR EXTERIOR MAX. DLO MAX. SIDE LITE HEIGHT DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL NO CHANGE THIS SHEET. SHOW DOUBLE HOLLOW IMO 800110N AT CORNER ASSEMBLY 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX UM NOKOMIS, FL 34279 INTERIOR Sellektbik F0101 SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 112x Mart 4 . 10 MAIN M. 11005-1 CLEAR COLORED SEALANT Approved as complying with the Florida Binding Code Date NOAN e7.-047v. /1", Miami Dade Product Control Div *it act oils. /•0; / 4,1 Robert L Clark, P.E. P 12 Stmcturai • • ••••.• • • 000000 • • • •••••• 00 000 00000 • • 00 0000 • • •••••• .•• • • •••• • •• • • • • • • •• • 00 0000 • • • •••••• • •• •• • • • • • • • •••• • • •••• • • • 0 • •• •• • • • • • • •• •• • •• •• • • • •• • • • •• • • • • • • • MAX. DLO MAX. 'X' WIDTH MAZ. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'XX' SECT. C -C HORIZ. 'X' SECT. D -D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. 704 WIDTH I_MAX. r DLO INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Binding Cod2g Date OLT I Y . z NOA• 07-04Z ./ a Miami Dade Product Control ReisrlEtA RATA BA FJC Dees X 8.7 Defe 9/14,•7 DIAA 1/27/07 R 0 Realtor A Cedm00r JJ. NO CHANGE THIS SHEET. ADD `DOOR W/&DEWE' TO SECTION SE& TWOLE BIDEL7E' OSE01: FF X1/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1370 NOICOMIS, FT. 34274 PG" Visibly Baiter VERTICAL SECTIONS ,.r ALUM. FRENCH DOOR & SIDE LITES, IMPACT seMroaee 112x 15 d f0 I 1100£-1 B Robert L 21ark, P.E. PE 439712 Structural • • 0 00000 • • •••••• • • • •••••• 00000 • • ••••• • • •••••• • • •••••• • • • 0 00000 • • •• • • •••• • 0 00000 • • • •• • • • • •• • 0 00000 • • • • •• •• • • • • • •••• • • •••• • • • • ITEM DWG # i 936 •2 1040 • 3 7W0 i•4 985 5 i • •. •995 9 9 • • 1% ' 952A • :1N• 41000 • . •12••1670 13. 11004A • 14 01001A DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.510 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T SLOT (AMSBURY #32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 15 16 11003A 20 915D 21 1010 22 6608 23 1140 24 1048 25 930 26 1118 27 7070 30 910D 31 911E 32 917 33 1178 34 913A 35 1130 36 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 983B 45 9848 46 1213 47 929 48 1139 49 982 50 51 930 52 931 53 1118 54 957 55 1118 IAraeBT Rend By: F.K. FJC FJC umn AAA 9/18/07 Debx &14D7 � 7 PGT# 60411 80300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA Rese Radakes J.J. #10 X.750 PH. FL. SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/16-18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 48 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE 410 X .750 PH FL. SMS HANDLE STRIKE PLATE #10 X.750 PH FL. SMS NO CHANGE 7H1SSHEET. ADO ITEM 103 DEAD BOLT AND INACTIVE PANEL War TO ITEM 41. &21107 1570 TECIOJOLOOYORNE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM 60 61 62 63 64 65 66 67 70 71 72 73 92 93 94 95 96 97 98 102 103 DWG# 920D 921 D 916B 1155 998 999 934A 4222A 988 986 1224 I 12 T Visa& Better PGT# 6920D 6921 60381 781 PQA 7998 7999 61641M 712653K 71267K 64222 6988 64986 6TP247 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELTE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING 470998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK 504{ H- .360 .650 L .125 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 I+- -2.750 0 TUBE MULL 6063 - T5 1.000 1 PARTS LIST 7- ALUM. FRENCH DOOR & SIDE L1TES, IMPACT aetm1ktl! FD101 1/2x 6 s 10 11005-1 Approved a, row pi) sag 'kith the Florida Rm.ling Cale Date OGT I4' 2.407 NOM 67 -06 2 9. /a Miami Dade Product Control 00 B 544 I. ( L. Clark, P.E. PE #39712 Structural fit • • • •••• • •••••• •••• • • •••• • •••••• •• • • • • • • •••••• ••••• • • • • • • •• ••••• • •••••O •••••O • • • • •••••• • •••••• • . • ••• • • • • • • ••• • • •••• • • • • • • • • • • • • • • • • •• 6•• ••• 4.6 •• • •• DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 .489 1.272 L 3.000 O FRAME HEAD 6083 -T6 4.726 4.100 1I .550 .050 --�I FILLER HEAD ADAPTER 6063 -T6 1.479 1 .050 .079 1.489 3.000 - -I 11 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 1.500' - -.1251 6.085 .750 TRUSS CLAMP 6063 -T5 4.726 4.100 SL HEADER 6083 -T6 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .050 .683 � 3.100 - � 5.459 .075 .075 1_ .750 3.100 -�{ 61 SL SILL 6063 -T6 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 3/8° GLAZING BEAD O 7/16° GLAZING BEAD 6083 T6 72 6063 -T5 4.588 5.212 3.000 +1.578 r 1.480 -►{ x-.050 11 .050 1 3.000 0 S JAMB 6063 -T6 SL JAMB 66 ADAPTER 6063 -T6 DOOR FRAME, JAMB 6063 -T6 .050 1.620 Y.- 37 WEATHER STRIP CHANNEL 6063 -T5 32 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Bunting Code Date " If( 7407 NORM 37 -A6 2 Q. / Miami Dade Product Coatrol 1 14141u1 I. LG4Nk RI Naval Sa FA: R a1 By F.K Ova Ety 80&07 2/72107 kessanx ReAdwate ReAskas A OeaL48,: J.J. NO CHANGE OM SHEET. ADD 'DOOR TO OEM 20 GLASS BED DOA 70 R®1334 31, 44455 62 8. 821/07 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 P.O. BOX 1529 NO1C010S, FL 34274 P c;r 1/blbly Beu EXTRUSION PROFILES raw ALUM. FRENCH DOOR & SIDE LITES, IMPACT Syrbellkdat F0101 bat 1/2x tarot 7 a 10 tbapNn 11005 -1 Roe B R d L park, P.E. PE 039712 Structural f JAMB ZONE "B" } / 0)0(0 o \ / } - JAMB ZONE "B" 4 \ • • •••••• • • •••••. • •' ••.••• ••••• • • 000 • • •••••• • • •••••• •• • 000000 • .•• • • •••• •••••. • • • • • •• • • • • •• • 000000 • • •• •• • • • • • •••• • • •••• • • •• •• • • • • •• • • • • • ••••• • •••• lL ••• 0 N •••41m • • ••4 • Rendes Rena fis F.K FJ( Man* FJG HEAD I ZONE "C " X 1 SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD t Z ENE f ZONE "F"�Z ENE f < .‚ Oxo Dabs: Rees 9H8/07 bees SHaD7 Odr 2/2?V7 Pain= Revisions Reeenno A Choked* J.J. 1 _ HEAD I ZONE "D t ZONE 1_ SILL ZONE"D" 4 ZONE D" SEE TABLE 4., SHT. 9 NO CHFUVOE THIS SHEET. CHANGE,cO'OR OX' ANCHOR ZONE FROM 70 D: ADD ANCHOR TYPES T0SOL1unaq. Des 621/07 HEAD 1 ZONE "E" w z 0 m O I SILL 4 ZONE °E" SEE TABLE 5., SHT. 9 1 _ HEAD ZONE D "tZONE °�I t— ZONE HEAD �ZONE < XXOOR OXX ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, NOTES: 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6° MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. I SILL I SILL I SILL SILL I SILL I I SILL I SILL SILL SILL 7-ZONE ' ZONE " t ZONE } ZONE D "ZONE " ZONE } }ZONE ' — ZONE "F'�ZONE "F"�ZONE� "E" SEE TABLE 7., SHT. 9 "� SEE TABLE 7., SHT. 9 "E" "E" SEE TABLE 7. SHT. 9 "E" 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Va`e1* Ile# Seisfikekt F13101 HEAD HEAD ZONE "D" I ZONE E" -t XO OR OX 1 SILL } SILL -t ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 ANCHORAGE, CONFIGURATIONS Tea ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sada NTS efat 8 10 HEAD HEAD ZONE °F �Z ENE 11005.1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 2c B Approv.' x. ecm;::. •: g with the Florida Raiding C e Date [S -T NOA# 07- D62f. Miami Dade Product Control By 1.1 lle 4- PE #39712 Structural •• • • JAMB ZONE °A" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE °A" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE " •••• • • • •••• ' • • • •••• • • • • •••••• ••••• • • ••••• • • •••••• • • 0 00000 •• • •••••• 000000 • • • • •• • • • • • • 00000 • • • •• •• • • • • • • •••• • • •••• • • • • • •• •• • • • • • TAIlI • • • • GLASS TYPES ANCHO PE 14108.4IDTHS •••25.50 • � O 37.50 • ••• •••• T� •••• Vj-1 x HT. DOORS A , B, C, 2,3, WOOD 1,2, CONC LOAD ZONES x 1 25.4x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 36.50 x 79.76 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Bander pg. 5 2 5 2 5 2 5 2 6 2 5 2 5 2 5 2 8 2 6 2 5 2 5 2 6 2 6 2 6 2 5 2 6 2 6 2 6 2 7 2 6 3 6 3 6 3 7 3 7 3 6 3 6 3 6 3 7 3 7 3 6 3 6 3 7 3 7 3 7 3 Woad* add FA: 9H9.07 F.K BH4Aq Damn er Date FJC 2117107 , N x2, x 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 Reviews Rarlearre A Corbel Cr. J.J. TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "XX" - 47.75 TO 71.75 A.B,C,0 2,3, WOOD 1,2, CONC LOAD ZONES WIDTH x HT. 47.75 x 79.75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 95.76 5 5 5 5 5 6 5 6 6 5 5 5 8 6 5 5 6 6 6 5 6 6 6 7 6 8 6 7 7 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 5 2 3 2 3 2 3 3 5 3 5 2 3 2 3 3 5 3 5 3 5 2 3 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 � 3 5 3 5 3 5 NC CHANGE 711M SHEET. ADWALSO USE wrrAOLEe TO TABLE4.. 97. CHANGE TABLEa. MEAD ZONE 'C'70'D'AND COLWOJ REFERENCE ADO 'G6 TYPES. Den 621/07 TABLE 5. GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O "- 10.75 TO 36.75 WIDTH x HT. 0 SIDE LITE 2,3, WOOD 1,2, CONC A, B, C, D LOAD ZONES O iu m y 0 O O 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 6 5 5 5 5 6 5 5 5 8 6 5 5 5 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 7 6 6 7 7 7 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.76 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 35.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 94274 10707ECNNOLOGYDRIVE NOKOi98, FL 34275 P.O. BOX 1529 NOKOMIS FL P Vier GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 SIDE LITE WIDTH X HT. TABLE6.XO &OX A. B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES m m y ¢ m y m m 8 m m '0 3 m O O x x O O x 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 38.75 x 79.75 83.75 87.76 91.75 95.75 - -T Better 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 5 3 6 3 5 3 5 3 6 3 6 3 6 4 8 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 F 4 2 9 4 2 tC 4 2 C 4 2 re 4 2 4 2 . 4 2 4 2 CO 4 2 t - 4 2 4 2 4 2 4 2 4 2 4 2 4 2 p 4 2 = 4 2 7 4 2 Ili 4 2 Q 4 2 Of p 4 2 a 4 2 4 3 o p 4 3 4 3 4 3 LL 4 3 C 4 3 czi 4 3 4 3 4 3 4 4 3 w 4 3 4 3 ANCHOR ALUM. Fi der.smee F0101 INA TABLE 7. & GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS '7C' - 25.50 TO 37.50 "XX" - 47.75 TO 71.75 oxo, xxo, oxx oxx0 A, B, C, D 33. WOOD 1,2, CONC LOAD ZONES O Q X O SIDE UTE WmT11 x HL 10.75 x 79.75 83.75 87.75 91.76 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.76 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 5 3 5 3 5 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 QUANTITY LOAD ZONE TABLES NCH DOOR & SIDE LITES, IMPACT Meat 9 or 10 Inman 11005 -1 B APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Bmdin Code Date ac-7 /r/ 2067 M� Dade P Coon 10 BY 9st147 I, at Jr. • • • • • • • • O • • OOOOOO • • • OOOOOO ••••o • • •••oo • • o•oo•o • • 000000 • • • ••••oo • • • • 00000 : • • • • • • • • • • • • • 000000 • • • •• •• • • • • • •••• • • • • • • • • • • • • • • • • • • • • • 2X WOOD • - filiCK, NOTE 2 • • 3.4 KSI MIN. CONC. •••• :..POOR HEAD (WOOD) 1 3/8" • W4" MAX SHIM MIN. • • • WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) IX WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 1/4° MAX. SHIM 3/8° MIN. DOOR HEAD (CONC) 1/4" MAX SHIM 1/4° MAX. SHIM 1 "i • - r 3/4° MIN. E.D. • CONC. ANCHOR, NOTE 1 NOTE 3 r ue MAX. 1 3/8" TYPE 1 1 314" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/4° MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/8° TYPE 1 1 3/4" TYPE 2 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 2X WOOD BUCK NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 CONC. ANCHOR, NOTE 1 3.4 KSI MIN. CONC. 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4° • • :.• • SIDE LITE HEAD (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) MEI l immoint tom hithrtrpou. 111•* 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 .. .1 3/4° MIN. E.D. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 1X WOOD AN:TE 1 BUCK, NOTE 2 1/4" MAX SHIM 1111 =•M 1/4" MAX. SHIM 1 3/8° TYPE 1 • ":.1 3/4" TYPE 2 • . . MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 3/4" MIN. E.D. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1.5 KSI MIN. CMU OR 3.41(81 MIN. CONC. 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 f Approvud rustg.. tat the Florida Bottling C,,. Oak c.T 2 ab 7 NOA Mland Dade Product Control Division Dy Oda Rood Br Rend FJC Rend* FJC Damn •: FJC Line 9/18107 0444 8/14107 21'12/07 1744Norec 11440244 a RerhAvar A a.a.asy J.J. NO CHANGE THIS SHEET. WEB TYPE 1 8 2 E1113133. ON COW. SETA= a.aa TYPE 2 83 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. 8/21/07 1070 T50411010432 DRIVE NOKOMIS. F134278 P.O. BQX 1529 NOWAK F134274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seftektilt FD101 NTS 613.a 10 d 10 meANIN. 11005-1 B . 1 /4 / 1 I/• //I 1t. Roberil. Clark, P.E. PE #39712 Structural NORTH 44' -9112" 5' -7318' 84'-8 314" SITE PLAN Scale: 1 /15" =1' 26'-4' SPECIFICATIONS: REFERENCE STANDARDS: 1. FLORIDA BUILDING CODE 2007 EDITION 2. ACI 31845 3. ASCE 7 -05 WIND CALCULATIONS PER ASCE 7-05 BASIC WIND SPEED: 146 MPH STRUC, CATEGORY: II EXPOSURE: C DIRECTIONALITY FACTOR (KO 1,00 IMPORTANCE FACTOR: 1.00 MAX. WIND PRESSURES AT WALLS: +40.15 PSF .43 • PSF A. GENERAL 1. FIELD VERIFY ALL MEASUREMENTS BEFORE PROCEEDING WITH WORK. B. CONCRETE TO ACHIEVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I. AND A MAXIMUM WATER - CEMENT RADIO OF 0.40 BY WEIGHT AND A SLUMP OF 4'. C. REINFORCING STEEL 1. MINIMUM CONCRETE COVER FOR REINFORCING: CONCRETE NOT EXPOSED TO WEATHER 11° CONCRETE PERMANENTLY EXPOSED TO EARTH 3' 2. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AN SCALE, AND CONFORM TO A.S.T.M. A615 GRADE B FOR DIAMETERS ABOVE #4 AND ASTM A36 FOR 114° AND 3/8' BARS, 3. ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DE CONCRETE REINFORCING STEEL INSTITUTE. D. MASONRY 1. HOLLOW MASONRY UNITS SHAH. CONFORM TO ASTM C-90, TYPE-1, 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS"' 2. MORTAR SHALL CONFORM TO ASTMC -270, MORTAR TYPE "S' OR "M'. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 1,800 PSI MINIMUM AT 28 DAYS. 1 PART PORTLAND CEMENT. 3-1/2 PARTS SAND. 114 PART HYDRATED LIME OR LIME PUTTY, 3. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD SINGLE WYTHE LADUR TYPE FOR 8" THICK MASONRY UNITS. AS MANUFACTURED BY'DUR- O -WAL°, HOT DIPPED GALVANIZED, OR ENGINEER APPROVED EQUAL 4. GROUT TO COMPLY TO ASTM A476. SHALL ATTAIN A COMPRESSIVE STRENGTH EQUAL TO Z000 PSI MINIMUM. •• • • • • • • • • •••• "OW •• • • •••• 1• • •••• • .••• •• • 1 • • 1 Mag E g WAVING rloe S - 0 •• • • • • • • • •••• ••• • • •••• • • • • •••• • • • • • • • •••• • • • ►• • •• EXISTING OPENING TO BE ENCLOSED (SEE DETAIL OF ENCLOSING) 9'-6 13' -1° 8°X12 COLUMN \NEW 8° CMU WALL WITH 105 @ 24° CJC. NEW H.M. DOOR 14 EXISTING OPENING COMING Wm 5.2 • • • .... • • • • • DRILL HOLE IN EXISTING LINTEL BEAM AND EMBED REBAR AT LEAST 6° WITH EPDXY HILTI HY -150 OR APPROVED EQUAL 24" (VERTICAL) IN GROUT FILLED CELLS DETAIL OF WALL ENCLOSING SCALE: W= x' PROVIDE "DUR- O-WAL° STANDARD SINGLE WYTHE LADUR TYPE HORIZONTAL REINFORCING AT EVERY OTHER COURSE. ATTACH HORIZ. REINF. BY DRILLING HOLES INTO EXISTING COLUMNS AND INSERT REINFORCEMENT WITH HILTI EPDXY HY -150 OR APPROVED EQUAL DRILL HOLE IN EXISTING FOOTING AND EMBED REBAR AT LEAST 6° WITH EPDXY HILTI HY -150 OR APPROVED EQUAL 7 Z 3'X88° STANLEY SECURITY SOLUTIONS DOOR SERIES 40H MORTISE LOCKSET WITH DEAD BOLT MIAMI DADE COUNTY N.QA 06- 0309.04 EXP. DATE 1046 -2811 -Z� ALLOWABLE WIND PRESSURE ±100 PSF MAX. CALCULATED WIND PRESSURE: +40.15 PSF •43.69 PSF F - 2/111 I, EMBED r HORIZONTAL REINFORCEMENT N CONCRETE COLUMN (SEE DETAIL) =T- in DETAIL AT WALL ENCLOSING SCALE: W= N EW(80" STANLEY DOOR OR APPROVED EQUAL EW 8712° CONCRETE COLUMN EMBED 6° HORIZONTAL RE INFORCEMENT IN CONCRETE COLUMN � EL El ED 12 .541712r (2(1 2" ° M'r 9'-6 3/8° DOOR REPLACEMENT AND CMU WALL SCALE: %""= 21 410 DUR. -WAL IZONTAL REINFORCING AT EVERY OTHER COURSE NEW CMU WALL WITH 1#5 @24" C.C. IN FULLY GROUTED CELL DUR -O-WAL SINGLE WYTHE LADUR STANDARD HORIZONTAL REINFORCEMENT EW CMU WALL TING CONCRETE COLUMN DETAIL OF CONNECTION TO EXISTING STRUCTURE N.T.S. DRILL HOLE IN EXISTING COLUMN AND D DUR- O-WALL AT LEAST 6° WITH EPDXY HILTI HY 150 • . • • .. • ..• • • •• • • • • MI IP • • • • • • A • • • • ° . J Al II* S -3 • • z 0 1- cc 0 a C 0 V z W W Z a W 0 • 4• • • • • • • .• • • • • • • • • KB 5 VA4 11.1 131 It ....................... • • • • • • • • • • • • • • • • • • • • • • •• • • • •••• • • • • • •• • • • • • • • • • • • • go • • • • • • • •• •• • • • • • • • •• •••• • • • • • • • •••• • • • 0 NORTH 44' -91/2° 84' -63/4° SITE PLAN Sale:3 " =1' 5'- 7_306° AREA OF WORK 26'-4° SPECIFICATIONS: REFERENCE STANDARDS: 1. FLORIDA BUILDING CODE 2007 EDITION 2. ACI 318-05 3. ASCE 7.05 WIND CALCULATIONS PER ASCE 7 -05 BASIC WIND SPEED: 146 MPH STRUC. CATEGORY: II EXPOSURE:C DIRECTIMALITY FACTOR (Kd):1.00 IMPORTANCE FACTOR: 1.00 MAX. WIND PRESSURES AT WALLS: +40.15 PSF -43. PSF A. GENERAL 1. FIELD VERIFY ALL MEASUREMENTS BEFORE PROCEEDING WITH WORK. B. CONCRETE TO ACHIEVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I. AND A MAXIMUM WATER - CEMENT RADIO OF 0.40 BY WEIGHT AND A SLUMP OF 4 °. C. REINFORCING STEEL 1. MINIMUM CONCRETE COVER FOR REINFORCING: CONCRETE NOT EXPOSED TO WEATHER 1//2° CONCRETE PERMANENTLY EXPOSED TO EARTH , 3" 2. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AN SCALE, AND CONFORM TO A.S.T.M. A615 GRADE B FOR DIAMETERS ABOVE #4 AND ASTM A36 FOR 114" AND 3/8° BARS. 3. ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DE CONCRETE REINFORCING STEEL INSTITUTE. D. MASONRY 1. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE -1, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" 2. MORTAR SHALL CONFORM TO ASTMC -270, MORTAR TYPE "S" OR "M". MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 1,800 PSI MINIMUM AT 28 DAYS. 1 PART PORTLAND CEMENT. 3-1/2 PARTS SAND. 1/4 PART HYDRATED LIME OR LIME PUTTY. 3. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD SINGLE WYTHE LADUR TYPE FOR 8° THICK MASONRY UNITS. AS MANUFACTURED BY °DUR-0-WAL °, HOT DIPPED GALVANIZED, OR ENGINEER APPROVED EQUAL 4. GROUT TO COMPLY TO ASTM A476. SHALL ATTAIN A COMPRESSIVE STRENGTH EQUAL TO 2,000 PSI MINIMUM. • • 1 • ••••• .. • • • . • • T-n-s"\ g • • • OOOOO • • • • •• • • a • • • • s . • • ••••• • 1 ••.• • .•••.• • OOOOOO • • NORTH 1T•10 314" STING DOOR TO BE REMOVED EXISTING PLAN SCALE: % " = 3'-8 518' /_ 9' -0" 13 318" TING DOOR TO BE REPLACED • • • • • • MA • • • • 1 f . .• ••' • •• r al :4 O • • • • •••. • • • • • S -1 Z O CE 0 0 . 0 w Z W W Z W • • .•••.. • • .•••.. • • • OOOOO • • • • • OOOOO • OOOOOO EXISTING OPENING TO BE ENCLOSED (SEE DETAIL OF ENCLOSING) 3'8 5!8' / 9'.6318' 13'-1 NEW 8' CMU WAIL. WITH 1#5 @ 24' L C./C. 8112' COLUMN —NEW M.M. DOOR IN EXISTING OPENING NORTH PROPOSED PLAN SCALE: %u =1' • • • •••• r •• i . ••• i. •• • ••, • • • ORA • • S -2 1 O 1- 4 cC 0 a O z W O I w N DRILL HOLE IN EXISTING LINTEL BEAM AND EMBED REBAR AT LEAST 6° WITH EPDXY HILTI HY 150 OR APPROVED EQUAL #5 @ 24" (VERTICAL) IN GROUT FILLED CELLS DETAIL OF WALL ENCLOSING SCALE: W= 1' PROVIDE "DUR- O-WAL" STANDARD ShNIGLE WY HE LADUR TYPE HORIZONTAL REINFORCING AT EVERY OTHER COURSE. ATTACH HORIZ REINF. BY DRILLING HOLES INTO EXISTING COLUMNS AND INSERT REINFORCEMENT WITH HILTI EPDXY HY 150 OR APPROVED EQUAL DRILL HOLE IN EXISTING FOOTING AND EMBED I EBAR AT LEAST 6° WITH EPDXY HILTI HY -150 OR APPROVED EQUAL 011080" STANLEY SECURITY SOLUTIONS DOOR SERIES 4011 MORTISE LOCKSET WITH DEAD BOLT MIAMI DADE COUNTY N.OA 06-0309.04 EXP. DATE 10. 28.2011 ALLOWABLE WIND PRESSURE: ±100 PSF MAX. CALCULATED WINP PRESSURE: +40.15 PSF -03.69 PSF 24 kC- ?lL1O EMBED 6" HORIZONTAL REINFORCEMENT N CONCRETE COLUMN (SEE DETAIL) DETAIL AT WALL ENCLOSING SCALE: le =1' D NEW180° STANLEY DOOR OR APPROVED EQUAL 1'-0" Ell ❑ 9'-6 aro" EW 8'X12" CONCRETE COLUMN EMBED 6" HORIZONTAL R EINFORCEMENT IN CONCRETE COLUMN LJ ❑ E DOOR REPLACEMENT AND CMU WALL SCALE: W= 1' EJ 4 (c7 DUR -O-WAL IZONTAL REINFORCING AT EVERY OTHER COURSE NEW CMU WALL WITH 1#5 X24' C./C. IN FULLY GROUTED CELL DUR-O-WAL SINGLE WYTHE LADUR STANDARD HORIZONTAL REINFORCEMENT EW CMU WALL STING CONCRETE COLUMN DETAIL OF CONNECTION TO EXISTING STRUCTURE N.T.S. DRILL HOLE IN EXISTING COLUMN AND MBED DUR-O-WALT AT LEAST 6° WITH EPDXY HILTI HY -150 • • • . •1114 . . • .. • • ••• ••• .. • • 1•• a • • • r • • 5.3 • • t • • • • • • • • ...... .....• • • • 00000 • Miami Shores Village APPROVED BY DATE ORM* DEPT BLDG DFPT 7)i-e-- 2 t - .7. SUBJECT TO C P .S IDE,VVITH ALL FEDERAL - STA 1 t niwrAi ,Ru ID REGULATIONS -^, 1 I r , - 1 . pallIIVIS a% FEB 2 5 2010 BY: • • • • • • • • • • • • • • • PEMT #:14 t • • • •• • •